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1 Boring Log Kennedy/Jenks Consultants <br /> Project Name Union Pacific Railroad-Trac Project Number 0565777.18 Boring Name OU5-A0110-S7 <br /> 1 SAMPLES BACKFILL DETAILS <br /> Drill <br /> &Type No. Revery Resist. (Feet) LAS Li(hology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> (Feet) BlowsB" <br /> SM <br /> 3.4 <br /> �ae -- -- <br /> 3.4 ei WELL GRADED GRAVELLY SAND(SW)18-18.2 FT. <br /> COLOR IS YELLOWISH BROWN;COLOR CHANGES <br /> 5GY TO DARK GREENISH GRAY BELOW,—30—50% <br /> 18.7119.2 SW 4/1 GRAVEL,—25%COARSE—GRAINED SAND,—50% <br /> PID= 186 PPM MEDIUM—GRAINED SAND—FINE—GRAINED SAND, <br /> 20 <br /> WET,HYDROCARBON ODOR,VISIBLE <br /> HYDROCARBON <br /> NOTES <br /> 1 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> 1 <br /> 1� <br /> 1 <br /> 1 0 <br /> 1 ° <br /> zZ <br /> W <br /> } <br /> 1 W <br /> Z <br /> z <br /> Y <br /> a <br /> 1 � <br /> 0 <br /> z <br /> o <br /> m <br /> m <br /> 0 <br /> r <br /> 0 <br /> z <br /> 0 <br /> r= <br /> ' U <br /> K <br /> y <br /> Z <br /> � U <br /> J <br /> 1 0 <br /> m <br /> z <br /> z <br /> 0 <br /> m <br /> (-40.1 — <br /> (6-87)(3-88)(8-90) SHEET 2 OF 2 <br />